Construction of 150 Police Personal Hostel/Barrack in Police Line at District-Ballia (U.P.)

Construction of 150 Police Personal Hostel/Barrack in Police Line at District-Ballia (U.P.)

CONSTRUCTION OF BUILDINGS (G+8)

Civil Work

Earth work in excavation by mechanical means ( Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift as directed by Engineer-incharge. All kinds of soil

0.00 LVL TO 1.50 MTR.

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavation or stacked materials.

1.50 LVL TO 3.00 MTR

Excavation, supply, stacking and filling of local earth (including royalty) by mechanical transport upto lead of 8 km including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. Store the work and including watering, dressing etc. rate to include all taxes including labour T & P etc required for proper completion of work.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All-work up to plinth level 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size derived from natural sources

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load as specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap as per IS Code.( Length of the pile for payment measured from top of shoe to bottom of pile cap) : 450 mm dia piles

Vertical load testing of piles in accordance with IS 2911 (Part IV), including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity

Initial test (Test Load 2.5 times the Safe capacity)

Routine test (Test Load 1.5 times the Safe capacity)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying. curing, carriage for all leads; but excluding the cost of centering shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying. curing, carriage for all leads; but excluding the cost of centering shuttering, finishing and reinforcement as per direction of the engineer-in-charge. for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, The contractor shall have direction to either re-design

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate or retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge. For the following grades of concrete: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to re-design the mix or bear the cost of extra cement.

Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand).

Drilling and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion at one litre per hole, 300 mm apart, including drilling 12 mm diameter holes and plugging with cement mortar (1:2) (1 cement : 2 coarse sand), to match the existing floor with Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Providing and laying Autoclaved Aerated concrete (AAC) blocks masonrywith 150mm/230mm/300mm thick with Grade-I AAC blocks of density551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth levelup to floor V level with RCC band at sill level and lintel levelwith approved block laying polymer modified adhesive mortaras per direction of Engineer-in-Charge.(The payment of RCC band and reinforcement shall be made for separately.)

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying Autoclaved Aerated Concrete (AAC) blocksmasonry 100 mm thick with Grade-I AAC blocks of density 551 to 650 kg/cumconforming to IS 2185 (Part 3) in superstructure above plinth levelup to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand)The rate includes providing and placing in position 2 Nos 6 mm dia M.S. barsat every third course of masonry work.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to impove durability and workability without Impairing strength; including pumpingof concrete to site of laying, curing, carrige for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the speccified miinimum cement content, the contractor shall have discretioon to either re-designthe mix or bear the cost of extra cement. All works above plinth level upto floor V level

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Extra for R.C.C /B.M.C. /R.M.C work above floor V level for each four floors or part thereof

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to impove durability and workability without Impairing strength; including pumpingof concrete to site of laying, curing, carrige for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the speccified miinimum cement content, the contractor shall have discretioon to either re-designthe mix or bear the cost of extra cement. All works above plinth level upto floor V level

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Extra for R.C.C /B.M.C. /R.M.C work above floor V level for each four floors or part thereof

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to impove durability and workability without Impairing strength; including pumpingof concrete to site of laying, curing, carrige for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the speccified miinimum cement content, the contractor shall have discretioon to either re-designthe mix or bear the cost of extra cement. All works above plinth level upto floor V level

All works above olinth level

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Extra for R.C.C /B.M.C. /R.M.C work above floor V level for each four floors or part thereof

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete,to impove durability and workability without Impairing strength; including pumpingof concrete to site of laying, curing, carrige for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the speccified miinimum cement content, the contractor shall have discretioon to either re-designthe mix or bear the cost of extra cement. All works above plinth level upto floor V level

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Extra for R.C.C /B.M.C. /R.M.C work above floor V level for each four floors or part thereof

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Upto plinth level

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat piece to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fitting complete, including applying a priming coat of approved steel primer, using M.S. angles 40x40x6 mm for diagonal braces

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

12mm cement plater: 1:6 (1 cement : 6 coarse sand)

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

15 mm thick plaster in outer walls with proportion of 1:6 cement & approved coarse sand

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying vitrified floor tiles in different sizes (thikness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shade, laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand). jointing with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigments etc. complete. Size if Tile 600x600 mm

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying vitrified floor tiles in different sizes (thikness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shade,in skirting, riser of steps, over 12 mm thick bed of mortar 1:3 ( 1 cement : 3 coarse sand), joining with grey cement slurry @ 3.3 kg/sqm inlcuding grouting the joint with white cement & matching pigments etc complete size of Tile 600X600 mm

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc complete at all levels. Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble

Ground Floor

Providing and fixing 1st quality ceramic glazzed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved makem in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-charge, in skirting, riser of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete with base of cement mortar 14 (1 cement: 4 coarse sand) : 25MM THICK

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and fixing fly proof Stainless steel grade 304 wire gauge to windows and lerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.50 mm all complete.With 2nd class teak wood beading 62X19 mm

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws 35 mm thick shutters

Kiln seasoned and chemically treated hollock wood

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 9.62.1 300x16 mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) 250x10 mm

(a) 250 mm x 10mm

Providing & fixing ISI marked oxidised M.S. Handle with nuts & screws etc. complete. (125 mm)

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868)| transparent or dyed to required colour and shade, with necessary screws etc complete Single rubber stopper

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. (For Internal wall surface)

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Finishing walls with Premium Acrylic Smooth exterior paint, ready mixed, with additives of required shade. New work: (Two or more coats applied @ 1.43 litr./10 sqm, over and above one coat of exterior primer applied @ 2.20 kg/10 sqm).

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and applying white cement based putty of average thickness 1 mm. of approved brand and manufacturer over the plastered wall surface prepare the surface even and smooth

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Finishing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with (4.0 mm thick float glass)

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed white or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c)After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineerin- charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test."All above operations to be done in order and as directed and specified by the Engineer-in-Charge: .

With average thickness of 120 mm and minimum thickness at khurra as 65 mm

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, ilc fixing the railing with necessary accessories & stainless steel dash fasteners stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Centering and shuttering including strutting, propping et. And removal of form for

Lintels, beams, olinth beams, girders, bressumers and cantilevers

columns, pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form work with water proof ply 12mm thick Lintel Band

Centering and shuttering including strutting, propping etc. and removal of form work with water proof ply 12mm thick Beam

Centering and shuttering including strutting, propping etc. and removal of form work with water proofly 12mm thick Slab

Columns, Pillars, Piers, Abutments, Posts and Struts

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height based on 4m wide vertical and 1.2m horizontal to centre, horizontal & vertical tubes joining with cup & drop forged joint and 0.6m to 0.8m base plate. M.S. clamps and M.S. staircase system in the scaffolding for use of labour for all kind of construction work. Retain in a serviceable condition for the required duration as approved and removing it there after

. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for safe execution of work at required heights. All essential safety measure of the workmen etc complete as per directions and required specifications. Charges for material and rental of the scaffolding shall be measured for payment purpose only once irrespective of duration of scaffolding.

This Item to be used for maintenance work judicially necessary deducted for scaffolding in the existing item to be done

INTERNAL ELECTRIFICATION WORKS

POINT WIRING

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

Group B

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular type switch, modular plate, suitable G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

2X2.5 sqmm + 1x 2.5 sqmm earth wire

2X4.0 sqmm + 1x 4.0 sqmm earth wire

2X6.0 sqmm + 1x 6.0 sqmm earth wire

2X10.0 sqmm + 1x 6.0 sqmm earth wire

4X6.0 sqmm + 2x 6.0 sqmm earth wire

4X10 sqmm + 2x 6.0 sqmm earth wire

4X16 sqmm + 2x 6.0 sqmm earth wire

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required.

5/6 A Switch

15/16 A Switch

3 pin 5/6 A socket outlet

6 pin 15/6 A socket outlet

Supply and fixing of two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.

Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required.

3 module(100mm X 75 mm )

6 module(200mm X 75 mm )

8 module(125mm X 125 mm )

12 module(200mm X 150 mm )

Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required.

Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required.

upto 450 mm sweep.

Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes.

Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required

Supplying and fixing PVC batten/ angle holder including connections etc. as required.

sub-head : MCCB, MCB & OB's

Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.

100 A .30 KA FPMCCB

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required.

8 way , Double door

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required.

4 way (4 + 12), Double door

6 way (4 + 18), Double door

8 way (4 + 24), Double door

Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required. (Note: Vertical type MCB TPDB is normally used where 3 phase outlets are required.)

4 way (4 + 12), Double door

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Single Pole

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A

Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A

Supply and fixing following rating , four pole ( three phase & neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

SUB-HEAD EARTHING

Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required.

Earthing with Copper earth pipe, 600 mm X 600 mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required.

Supply and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode , including connection / termination with G.I. thimble etc. as required.

Supplying and Laying of 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Providing & fixing 6 SWG dia G.I. on surface or in recess for loop earthing as required.

SUN HEAD : LIGHTING CONDUCTOR

Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required.

Jointing copper / G.I. tape (with another copper/ GI tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.

Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)

Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.

Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. Laying copper/ G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.

SUB HEAD MV CABLE LAYING

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

Upto 35 sq. mm

Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on wall surface as required.

Upto 35 sq. mm (clamped with 1mm thick saddle)

Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

2 X 10 sqmm. (19mm)

3.5X35 sqmm.

3.5X120 sqmm.

3.5 X 300 sqmm.

4 X 16 sqmm. (28mm)

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR Civil 2023 Item no 10.18)

SUB HEAD : NON-SCHEDULE ITEMS

Supply of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceiling fan without regulator, standard down rod, blades ate, complete as required. (Standard - Plain Ceiling Fans)

Supply of AC 300mm Sweep, 230/250 Volts, 50 Hz exhaust fan (Heavy Duty) with blades.cover etc. complete as required.

Supply of AC 200mm Sweep, 230/250 Volts, 50 Hz exhaust fan (Light Duty) with blades,cover etc. complete as required

Supply of Factory made 12 to 20 Watt LED Bulb fitting cool day light, (65000 K temp) suitable for Batton/Angle holder including making connection Complete in all respect. complete in all respect.

Supply of LED Tube Light with batten suitable for up to IX 22 watt LED tube light fitting Including tube on Surface Complete in all respect. complete in all respect. (4ft) CAT-AAA

Supply of LED Tube Light with batten suitable for up to 1 x 10 watt LED tube light fitting including tube on Surface complete in all respect (2ft) CAT-AAA

Supply of water tight oblong 10 Watt LED bulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection. Complete in all respect.

Supply and fixing of Three phase multifunctional electronic energy meter 10 to 60 Amp. Capacity fitted in intergral box on

Supply of aluminium conductor XLPE insulated armoured served sheathed cables 1100 Volts grade.

10 sqmm 2 core

16 sqmm 4 core

35 sqmm 3.5 core

120 sqmm 3.5 core

300 sqmm 3.5 core

Supply of Lightening Finial, 25mm dia x 300 mm long,copper

Supply of 20 mm X 3 mm copper tape (.533 kg/mtr.)

Supply of 32 mm X 6 mm copper tape (1.705 kg/mtr.)

Incomming

100 Amp MCCB-1 No

Outgoning

63 Amp. MCCB-2 Nos.+(100 AMP. MCCB-4 NOS.+63 AMP FPMCB-8NOS.+63 AMP DP MCB-4 NOS) AS BUILDING PANEL

Incomming

200 Amp MCCB-1 No

Outgoning

100 Amp. MCCB-2 Nos.+(100 AMP. MCCB-4 NOS.+63 AMP FPMCB-10NOS.

INTERNAL PLUMBING WORKS

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with 17.1.1 integral type foot rests

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing white vitreous china flat back half stall urinal of size 580 380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required:

Range of two half stall urinals with 5 litre PV.C. automatic flushing cistern.

Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole Basin Mixture approved quality and make including painting of fittings and brackets, cutting and making good the walls wherever require.

a) White Vitreous China wash basin size 550x 400 mm with 15 mm dia 17.7.4 C.P. brass Single Hole Basin Mixture.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required

Kitchen sink with drain board

Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.

Semi rigid pipe

a) 32mm dia

b) 40mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing CP Brass Single lever Telephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge.

a) 15mm dia nominal dia.

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet.

a)100 mm diameter

Providing and fixing PTMT Liquid soap container 109 mm wide 125 (mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms.

Providing & fixing PTMT towl rail complete with brackets fixed to Japproved quality and colour. 600 mm. long towl rail length of 645 mm. wooden cleats with cp brass screws with concealed fitting arrangement of width 78 mm. and effective height of 88 mm, weighing not less than 190 gms

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (1) Single socketed pipes.

110mm diameter

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement,punning.rounding the edges and making and finishing the outlet complete.

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Providing and laying cement concrete 1:5:10(1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) around P.V.C /C.1. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring/ground)

110/75 mm diameter

Providing & fixing G.1. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.

(internal work)

Exposed on wall

50mm dia nominal bore

Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.

50mm dia nominal bore.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

internal work -Exposed on wall

20mm dia nominal outer dia pipes.

25mm dia nominal ohter dia pipes

32mm dia nominal outer dia pipes

40mm dia nominal outer dia pipes

50mm dia nominal outer dia pipes

80mm nominal dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC Solvent cement and the cost cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge

Concealed work including cutting chases and making good the walls etc.

15mm dia nominal outer dia pipes

20mm dia nominal outer dia pipes

Providing & fixing CP brass bib cock of approved quality conforming to IS 8931

15mm nominal bore

Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.

15mm nominal bore

Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931

15mm nominal bore

Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of 53A approved make and quality as per direction of Engineer-in-charge.

Providing and fixing brass stop cock of approved quality.

15 mm nominal bore

20mm nominal bore

Providing and fixing gun metal gate valve with wheel of approved quality.

32mm dia nominal bore

40mm dia nominal bore

50mm dia nominal bore

80mm dia nominal bore

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required.

in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.

Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia.

Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete.

150mm diameter

250mm diameter

Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand:10 graded stone aggregate 40mm nominal size) alround S.W. Pipes Including bed concrete as per standard design.

150mm diameter S.W. Pipe

250mm diameter W. Pipe

Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.l. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design:

150 x 100 mm. size P type

With Sewer bricks conforming to IS: 4885

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design

Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).

With FPS bricks of class designation 75

(1) For Sewer Line

Extra for depth of man hole size 90x80 cm

Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg.

Extra for depth of man hole size 90x120 cm

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design

With 20x20 mm square bar

Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other flttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work.

Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.

Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.

Size 75 mm

Size 110 mm

Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.

Size 110 mm

Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.

Size 75x75x75 mm

Size 110x110x110 mm

Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.

Size 75 mm

Size 110 mm

Providing and fixing Forged Brass Compacted Pressure Reducing Valve(Screwed) Complete-Make Zoloto 40mm

RAIN WATER HARVESTING

Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

In all kind of soil upto 1.5m depth

In all kind of soil upto 1.5m to 3.0m. depth

In all kind of soil upto 3.0m to 4.5m. depth

In all kind of soil upto 4.5m to 6.0m. Depth

Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand)

Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Mild steel and Medium Tnsile steel bars.

Centring and shuttering including struting , proping etc and removal of form for :

Suspended floors, roofs, landings, balconies and access platform.

15mm cement plaster on rough side of single or half brick wall mix

1:4 (1 cement : 4 coarse sand)

Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:

With 20x20mm square bar

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

150 mm nominal size dia

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.

DESILTING CHAMBER

Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

In all kind of soil upto 1.5m depth

In all kind of soil upto 1.5m to 3.0m. depth

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level:

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tnsile steel bars.

15mm cement plaster on rough side of single or half brick wall mix 1:4 (1 cement : 4 coarse sand)

Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter

EXTERNAL PIPE NETWORK SYSTEM

Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia.

Providing and laying Non pressure NP2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.

150mm dia. R.C.C. pipe

200mm dia. R.C.C. pipe

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of S.W./R.C.C. pipes including bed concrete as per standard design

150mm diameter R.C.C. Pipe

200mm diameter R.C.C. Pipe

Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.

a) Inside size 60x60 cm & 60 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.

FIRE FIGHTING WORK

INTERNAL HYDRANT SYSTEM

Providing, laying, testing & Commissioning of 'C' class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required:

25 mm dia

100 mm dia

Supplying & fixing single headed internal yard hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required:

Single headed Gunmetal

Supplying, fixing, testing & commission of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required:

100 mm dia

Supplying & fixing orifice plate made out of 6 mm thick stainless steel(grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required:

Providing, installation, testing and commission of non-return valve of following sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required:

100 mm dia

Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required:

Gun Metal

Supplying & fixing First-aid hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type-2 as per IS:12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipments on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 30 m

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required.

Gun Metal

Supplying & fixing air vessel made out of 250 mm dia,8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required.

Providing & fixing of pressure switch in M.S. pipe line including connection etc as required.

FIRE DETECTION & ALARM SYSTEM

Supplying, installation, testing & commissioning of Manual call Boxes of MS constuction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.

Supplying, installation, testing & commissioning responce indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required.

Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box(16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching trasformer etc. complete as required.

Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone cenclosed in a M.S. box(16 SWG)/ABS box with break glass in front etc. complete as required.

Supplying & laying of 2X1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.

Supplying & laying 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required.

Supply and fixing of following sizes of medium class PVC conduit alongwith the accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required:

FIRE FIGHTING SYSTEM(EXTERNAL)

Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.

150 MM DIA

Providing, laying, testing & Commissioning of 'C' class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required:

80 mm dia

100 mm dia

Supplying & fixing single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required:

Single headed Gunmetal

Supplying, fixing, testing & commission of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required:

80 mm dia

100 mm dia

Providing, installation, testing and commission of non-return valve of following sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required:

100 mm dia

Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required:

Gun Metal

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required.

Gun Metal

Supplying & fixing of Fire brigade connection of cast iron body with gun metal male instantaneous inlet coupling complete with cap and chain as required. for suitable dia MS pipe connection conforming to IS 904 as required:

2 way-100 mm dia M.S. Pipe

NON - SCHEDULED ITEMS (AS PER MARKET RATES )

Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.

Supply & fixing of CO2 type fire extinguisher, 6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.

Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted “FIRE” in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete. Make : Standard/Lifeguard or EQ.

Providing & Fixing of 1.6 mm thick M.S / Door Frame, Door capable of accommodating fire Hose Reel, Landing Valve, Hose Pipes, fittings & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with post office red colour (approval shall be taken on the basis of submitted sample before ordering).(Liasioing with civil contractor for making Recessed type mansoary box (by civil contractor).

Supplying and fixing of Self Glow Exit signage for stairs and exits made out from not less than 4 mm of transparent acrylic sheet of 300 x 150 mm size with self illuminated plastic words of 100 mm height suspended from ceiling by means of M.S. chain or fixed of the walls as required and as directed at site..(MAKE : Agni Suraksha (ASES) / Securiton-aka /System Sensor)

Supplying and fixing in position the following type of sign board made out of 3 mm thick"Opaque" PVC foam board with computer cut, PVC non-reflective self adhesive vinyl painted foam board, complete with mirror fasteners.

Signage with the following text"IN CASE OF FIRE, USE STAIRS UNLESS INSTRUCTED OTERWISE" of 1.25 cm height letters in red with white back ground. The size of the board shall be 25 cmx30 cm and shall be fixed at the height of 2 mtrs. From finished floor near manual call points.

Floor identification signage(ie, GROUND FLOOR, etc) at the each stair & LIft enclosure on every floor, indicating the floor number in words, lettering size shall be 7.5 cm with contrasting colour from back ground shall be 15 cmx60 cm.

Supplying and fixing in position of Fire Escape Route Plan A2 size.

Supplying and fixing of Fire man axe. Make :- Agni Suraksha (ASES) or EQ

Supply, Installation, Testing and Commissioning of electronic siren with suitable audible range of 1 k.m. approximately 4 watt.complete in all respects. Make :- Agni Suraksha (ASES) or EQ.

Outgoing:-1 x 63 Amps FP MCCB (25 KA) with Suitable HP fully automatic Star/Delta Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.

SEPTIC TANK AND SOAK PIT [02 NOS ST1]

Size :- Length = 12.0 M. Width =3.30M Total Depth =3.00M

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

In all kind of soil upto 1.5m depth

In all kind of soil upto 1.5m to 3.0m. depth

In all kind of soil upto 3.0m to 4.50m. depth

Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size)

Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm normal size).

Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)

Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete.

Centring and shuttering including struting , proping etc and removal of form for slab.

15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand)

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.

Providing and fixing C.I. tee at the inlet and outlet of septic tank.

Providing & fixing 75mm dia vent pipes.

Providing & fixing of 75mm dia cast iron terminal guard.

Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.

M.D. -10- Circular shape 500mm internal diameter

L.D. -2.5- Circular shape 450mm internal diameter

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks

DEVELOPMENT WORK

TUBE WELL

Shifting of D.C. Type drilling rig machine

Erection of drilling rig machine

Drilling of 400 dia bore hole

Dismentalling of drill machine

Assembly lowering 200mm and 160mm PVC pipe

Transportation Development unit for tubewell

Development of tubewell by air compressor

Water arrangement charges

Development of tubewell by O.P. unit

Cost of 200 mm dia Housing PVC pipe 10Kg/Cm²

Cost of 160 mm dia Plain PVC pipe 10Kg/Cm²

Cost of 160 mm dia Slotted PVC pipe

Cost of PVC Socket 200mm dia

Cost of Reducer. Socket 200x160mm

Cost of PVC Socket 160mm dia

Cost of Bail Plug 160mm dia (End cap)

Cost of Well cap 200mm dia

Cost of Pee gravel

Supply of 7.5 HP Submersible pump (KSB PRICE LIST)

Testing of streata sample chart complete.

C.C. INTERLOCKING

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nom

First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-roll

OPEN SURFACE DRAIN 300X450mm

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.

All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Brick work in 1:4 cement mortar ( cement : course sand ) in foundation

Cement plaster 1:3 ( cement : course sand) finished with floating coat of neat cement

12 mm plaster

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

UNDER GROUND TANK 50KL

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Antitermite Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum All works upto plinth level 5.33.1.2 Concrete of M30

As in item no. 4 above but for Beam

As in item 4 above but in R.C.C. Raft foundation and footing with approved stone ballast.

As in item 4 above but in Column with approved stone ballast.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and laying water proofing treatment in underground structure by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry

Centering and shuttering including strutting, propping etc. and removal of form for:

Suspended floors, roofs, landings, balconies and access platform.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

AUTOMATION SOLAR POWER BACKUP

13 PASS LIFT (G+8) (21.55+1.22*3)=25.21

GOODS LIFTS (G+8) 44.17+1.11*4) = 48.61

D.G. SET 250 KVA (250*11560)

GST Extra as applicable

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